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Volume 30 Issue 2
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HO Cheng-tao, CHEN Shong-loong. Analysis of deep excavation in improved soft ground in Taipei[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 185-192.
Citation: HO Cheng-tao, CHEN Shong-loong. Analysis of deep excavation in improved soft ground in Taipei[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 185-192.
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Analysis of deep excavation in improved soft ground in Taipei

  • 1.National Taipei University of Technology Taipei China 2.Supertech Consultants International Taipei China 3.National Taipei University of Technology Taipei China 4.National Kinmen Institute of Technology Kinmen China

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  • Published Date: February 14, 2008
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    • Abstract
  • In deep excavation engineering,the assistant retaining struts are usually designed to reduce the diaphragm displacement and ground settlement in soft clay.In improved soil layers,an average soil strength is usually used for the analysis.A deep excavation case in Taipei area was studied.By using the two-dimensional finite element code PLAXIS,a numerical analysis was carried out.Compared with the field data,the characteristics of the improved ground under the deep excavation were evaluated.
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